Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (4): 1111-1119.doi: 10.16285/j.rsm.2022.0638

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Prediction of maximum surface subsidence velocity based on improved Knothe time model

ZHANG Liang-liang1, CHENG Hua1, 2, YAO Zhi-shu1, WANG Xiao-jian1   

  1. 1. School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, Anhui 232001, China; 2. School of Resources and Environmental Engineering, Anhui University, Hefei, Anhui 230022, China
  • Received:2022-05-02 Accepted:2022-05-25 Online:2023-04-18 Published:2023-04-29
  • Supported by:
    This work was supported by the Scientific Research Foundation for High-level Talents of Anhui University of Science and Technology (2022yjrc32) and the National Natural Science Foundation of China (51874005).

Abstract: Based on the traditional Knothe time model hypothesis, a new hypothesis is proposed and an improved Knothe time model is constructed. The theoretical analysis shows that the improved Knothe time model conforms to the variation law of surface point subsidence and subsidence velocity. Based on the improved Knothe time model, a calculation expression of the maximum surface subsidence velocity is deduced, and a method to determine the model parameters is given. The monitored values of maximum surface subsidence velocity caused by mining in 20 mining areas are used to compared with the theoretically predicted values. It shows that the predicted value is in good agreement with the monitored value, and the relative standard deviation is only 2.1%, which verifies the accuracy and reliability of the present model. It is important to note that the maximum surface subsidence velocity is affected by mining height, mining speed, loose layer thickness, bedrock layer thickness and other parameters. The maximum surface subsidence velocity increases linearly with the increase of mining height and mining speed, decreases nonlinearly with the increase of loose layer thickness and bedrock layer thickness, and its sensitivity to the change of bedrock layer thickness is higher than to that of loose layer thickness.

Key words: Knothe time model, surface subsidence, maximum subsidence velocity, sensitivity

CLC Number: 

  • TU470
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